Sample Record
DIME Sample ID 2026-07-29-76
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Project Information
| Project Identifiers | Project ID: 1000697 DEA: 021J75U4 EFIS: 0224000092 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-14.4/R16.8 |
| Award Date | 01/23/2025 |
| Closeout Date | Not set |
| Work Description | PLACE HMA AND CLASS 2 AB, EXCAVATE ROADWAY, & INSTALL LIGHTING SYSTEM. |
| Location Description | LASSEN COUNTY ABOUT 9 MILES WEST OF SUSANVILLE FROM 1.3 MILES WEST TO 1.2 MILES EAST OF WILLARD CREEK ROAD |
| QA Service Level | 1 (Verified on 10/24/2024) |
Owner Lab
- CT D02 - Redding Northern Regional Laboratory
Sample Information
| Sample Taken Date | 07/29/2026 | Sample Unique Key | 76 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/29/2026 | Sample type | Acceptance |
| A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) with 22.0% RAP and virgin PG 58-34 binder from Albina (K-Falls) | The quantity of what the sample constitutes | 10K Milestone, 980 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | CGI |
| Last name of sampler or witnessed by | Bibbins | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D80317 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | |
| Transportation Laboratory (TL) Number | 845879 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 5.7 | Virgin binder PG | PG 64-28 |
| Design binder PG | Binder Supplier | Albina (K-Falls | |
| RAP content (%) | 22 | WMA Additives | |
| Antistrip type | 1.0% Lime |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2026-07-29-76-1 | AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | Josh Ferency, CT D02 - Redding Northern Regional Laboratory | 07/31/2026 | 09/03/2026 | No | Gmm=2.468 |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2026-07-29-76-1 AASHTO T209-12